Laboratory tests vs. FE analysis of concrete cylinders subjected to compression | Zendy

Łukasz Polus | Zendy; Maciej Szumigała | Zendy

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Laboratory tests vs. FE analysis of concrete cylinders subjected to compression

Author(s) -

Łukasz Polus,

Maciej Szumigała

Publication year - 2019

Publication title -

aip conference proceedings

Language(s) - English

Resource type - Conference proceedings

SCImago Journal Rank - 0.177

H-Index - 75

eISSN - 1551-7616

pISSN - 0094-243X

DOI - 10.1063/1.5092092

Subject(s) - compression (physics) , structural engineering , finite element method , young's modulus , stress–strain curve , elasticity (physics) , materials science , modulus , nonlinear system , stress (linguistics) , composite material , engineering , physics , quantum mechanics , linguistics , philosophy

This paper presents the results of laboratory tests and finite element (FE) analyses of concrete cylinders subjected to compression. The laboratory tests of concrete elements were conducted to determine the secant modulus of elasticity and the nonlinear stress–strain relationship for concrete. This relationship was used to validate the numerical model of the concrete cylinders subjected to compression. The comparison between the numerical and experimental results indicates that the adopted 3D model captures the response of the concrete cylinders subjected to compression fairly well.

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